CENTER RD over BIXLER RUN
Map
Coordinates:
+40.36790, -77.3925040°22'04" N, 77°23'33" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | CENTER RD over BIXLER RUN |
Structure number: | 000000000029721 |
Old structure number: | 507210040330130 (from 1992 edition) |
Location: | 0.5 MI SE BIXLER'S RUN |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 58.1 ft. [17.7 m] |
Total length: | 63.0 ft. [19.2 m] |
Roadway width between curbs: | 14.4 ft. [4.4 m] |
Deck width edge-to-edge: | 16.1 ft. [4.9 m] |
Owner: | County Highway Agency [02] |
Year built: | 1905 |
Year reconstructed: | 1977 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Main span material: | Steel [3] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Open Grating [3] |
Latest Available Inspection: October 2017
Good/Fair/Poor Condition: | Poor |
Status: | Posted for load [P] |
Average daily traffic: | 50 [as of 2017] |
Truck traffic: | 8% of total traffic |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Poor [4 out of 9] |
Substructure condition: | Fair [5 out of 9] |
Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Deck geometry appraisal: | Equal to present minimum criteria [6] |
Water adequacy appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Roadway alignment appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 33.4 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2017 | Poor | Fair | Poor | Fair | 50 | 33.4 |
October 2015 | Poor | Fair | Poor | Fair | 50 | 33.4 |
October 2013 | Poor | Fair | Poor | Fair | 50 | 33.4 |
October 2011 | Fair | Satisfactory | Fair | Fair | 25 | 39.8 |
October 2009 | Fair | Satisfactory | Fair | Fair | 25 | 39.8 |
June 2009 | Fair | Satisfactory | Fair | Satisfactory | 25 | 39.8 |
October 2007 | Fair | Satisfactory | Fair | Satisfactory | 25 | 39.8 |
October 2005 | Poor | Satisfactory | Poor | Satisfactory | 25 | 27.2 |
September 2004 | Fair | Satisfactory | Fair | Satisfactory | 25 | 39.6 |
October 2003 | Fair | Satisfactory | Fair | Satisfactory | 25 | 44.0 |
December 2001 | Fair | Satisfactory | Fair | Satisfactory | 25 | 44.0 |
October 1999 | Fair | Satisfactory | Fair | Satisfactory | 25 | 44.0 |
September 1997 | Fair | Satisfactory | Fair | Fair | 25 | 44.0 |
June 1996 | Fair | Satisfactory | Fair | Fair | 25 | 44.0 |
July 1995 | Fair | Satisfactory | Fair | Fair | 25 | 44.3 |
July 1993 | Fair | Satisfactory | Fair | Fair | 75 | 43.5 |
July 1991 | Fair | Satisfactory | Fair | Fair | 250 | 47.4 |